Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, et al. Research advances in stability of stainless steel structural members [J]. Industrial Construction, 2012, 42(5): 1―11. (in Chinese)
Ren Weixin, Zeng Qingyuan. Local-overall interactive buckling ultimate carrying capacity analysis of steel columns [J]. China Civil Engineering Journal, 1994, 27(4): 3―12. (in Chinese)
[5]
申红侠. 高强度钢焊接方形截面轴心受压构件的局部和整体相关屈曲[J]. 工程力学, 2012, 29(7): 221―227. Shen Hongxia. Local-overall interaction buckling of high strength steel welded square box columns [J]. Engineering Mechanics, 2012, 29(7): 221―227. (in Chinese)
[6]
郭咏华, 李晓彦, 张斌, 等. 高强钢轴心受压钢管整体稳定性承载力试验研究及数值分析[J]. 工程力学, 2013, 30(8): 111―118, 132. Guo Yonghua, Li Xiaoyan, Zhang Bin, et al. Experimental and numerical investigation of axial compression high strength steel tube [J]. Engineering Mechanics, 2013, 30(8): 111―118, 132. (in Chinese)
[7]
申波, 马克俭, 邓长根. 轴压套管构件静力稳定的理论与试验研究[J]. 工程力学, 2013, 30(3): 8―16, 23. Shen Bo, Ma Kejian, Deng Changgen. Theoretical and experimental investigations on the static stability of a sleeved column [J]. Engineering Mechanics, 2013, 30(3): 8―16, 23. (in Chinese)
[8]
Huang Y, Young B. Tests of pin-ended cold-formed lean duplex stainless steel columns [J]. Journal of Constructional Steel Research, 2013, 82: 203―215.
[9]
Hradil P, Fülöp L, Talja A. Global stability of thin-walled ferritic stainless steel members [J]. Thin-Walled Structures, 2012, 61: 106―114.
[10]
张金凤, 刘祖华, 郑剑杰, 等. 不锈钢析架柱和梁的承载力试验研究[J]. 结构工程师, 2013, 29(1): 136―142. Zhang Jinfeng. Liu Zuhua, Zheng Jianjie, et al. Experimental study on stainless steel truss columns and beams [J]. Structural Engineers, 2013, 29(1): 136―142. (in Chinese)
[11]
Young B, Lui W M. Tests of cold-formed high strength stainless steel compression members [J]. Thin-Walled Structures, 2006, 44(2): 224―234.
[12]
Becque J, Rasmussen K J R. Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns [J]. Journal of Constructional Steel Research, 2009, 65(8): 1677―1684.
[13]
Becque J. The interaction of local and overall buckling of cold-formed stainless steel columns [D]. Sydney: The University of Sydney, 2008.
[14]
Rossi B, Jaspart J P, Rasmussen K J R. Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations [J]. Journal of Structural Engineering, 2010, 136(4): 354―360.
[15]
袁焕鑫, 王元清, 石永久. 焊接不锈钢结构构件轴心受压相关稳定试验研究[R]. 北京: 清华大学土木工程系, 2013. Yuan Huanxin, Wang Yuanqing, Shi Yongjiu. Tests on interactive buckling of welded stainless steel box section columns under axial compression [R]. Beijing: Department of Civil Engineering, Tsinghua University, 2013. (in Chinese)
[16]
Ellobody E. Buckling analysis of high strength stainless steel stiffened and unstiffened slender hollow section columns [J]. Journal of Constructional Steel Research, 2007, 63(2): 145―155.
[17]
GB/T 20878-2007, 不锈钢和耐热钢牌号及化学成分[S]. 北京: 中国标准出版社, 2007. GB/T 20878-2007, Stainless and heat-resisting steel- Designation and chemical composition [S]. Beijing: Standards Press of China, 2007. (in Chinese)
[18]
王元清, 袁焕鑫, 石永久, 等. 不锈钢焊接箱形截面残余应力试验与分布模型[J]. 东南大学学报(自然科学版), 2013, 43(5): 979―985. Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, et al. Measurement and distribution models of residual stresses in welded stainless steel box sections [J]. Journal of Southeast University (Natural Science Edition), 2013, 43(5): 979―985. (in Chinese)
[19]
Hibbitt H, Karlsson B, Sorensen P. ABAQUS Analysis User's Manual Version 6.10 [M]. Providence: Dassault Systèmes Simulia Corp, 2011: 1―10.
[20]
Gardner L, Ashraf M. Structural design for non-linear metallic materials [J]. Engineering Structures, 2006, 28(6): 926―934.
[21]
Saliba N, Gardner L. Cross-section stability of lean duplex stainless steel welded I-sections [J]. Journal of Constructional Steel Research, 2013, 80: 1―14.
[22]
Bock M, Arrayago I, Real E, et al. Study of web crippling in ferritic stainless steel cold formed sections [J]. Thin-Walled Structures, 2013, 69: 29―44.
[23]
Huang Y, Young B. Experimental and numerical investigation of cold-formed lean duplex stainless steel flexural members [J]. Thin-Walled Structures, 2013, 73: 216―228.
[24]
郭彦林, 陈绍蕃. 冷弯薄壁箱形梁柱构件局部与整体稳定相关作用的弹塑性分析[J]. 工程力学, 1992, 9(3): 32―40. Guo Yanlin, Chen Shaofan. Nonlinear response of the locally buckled cold-formed box beam-column [J]. Engineering Mechanics, 1992, 9(3): 32―40. (in Chinese)
[25]
GB 50205-2001, 钢结构工程施工质量验收规范[S]. 北京: 中国计划出版社, 2002. GB 50205-2001, Code for acceptance of construction quality of steel structures [S]. Beijing: China Planning Press, 2002. (in Chinese)
[26]
Schafer B W. Review: the direct strength method of cold-formed steel member design [J]. Journal of Constructional Steel Research, 2008, 64(7): 766―778.
[27]
Winter G. Commentary on the 1968 edition of the specification for the design of cold-formed steel structural members [M]. New York: American Iron and Steel Institute, 1970: 20―22.
[28]
Ziemian R D. Guide to stability design criteria for metal structures. 6th ed. [M]. New York: John Wiley & Sons, Inc., 2010: 76―77.
[29]
Rasmussen K J R, Rondal J. Strength curves for metal columns [J]. Journal of Structural Engineering, 1997, 123(6): 721―728.